Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Inclined hanging steel structure and mounting method thereof
The invention discloses an inclined hanging steel structure and a mounting method thereof. The inclined hanging steel structure comprises a top hanging stress steel beam and a lower hanging stress steel beam which are arranged between a core tube and an outer frame inclined column in the horizontal direction, and the lower hanging stress steel beam is located under the top hanging stress steel beam; a hanging column is arranged on the lower end face of the top hanging stress steel beam, the relative lower end of the hanging column in the height direction gradually inclines towards the core tube, the two ends of the hanging column in the height direction are detachably connected with a first chain block and a second chain block correspondingly, and the first chain block is used for being detachably hung on a tower crane hook; a lifting hook of the second chain block is detachably connected to the opposite upper end face of the lower hanging stress steel beam in the height direction. A plurality of first steel beams parallel to the horizontal direction are arranged between the hanging column and the core tube in the height direction at intervals. The installation sequence is optimized, the construction safety and the installation precision are ensured, meanwhile, supporting measures are saved, the construction period is shortened, and the installation cost is reduced.
本发明公开了一种倾斜吊挂钢结构及其安装方法，其中倾斜吊挂钢结构包括沿水平方向布置在核心筒和外框斜柱之间的顶部吊挂受力钢梁和下部吊挂受力钢梁，下部吊挂受力钢梁位于顶部吊挂受力钢梁的正下方；顶部吊挂受力钢梁的下端面设有吊挂柱，吊挂柱沿高度方向的相对下端朝向核心筒逐渐倾斜，吊挂柱沿高度方向的两端分别可拆卸连接有第一倒链和第二倒链，第一倒链用于可拆卸悬挂在塔吊挂钩上；第二倒链的吊钩可拆卸连接在下部吊挂受力钢梁沿高度方向的相对上端面；吊挂柱和核心筒之间沿高度方向间隔设有多个平行于水平方向的第一钢梁。本发明优化安装顺序，在确保施工安全和安装精度的同时，节省了支撑措施，缩短了施工周期，降低了安装成本。
Inclined hanging steel structure and mounting method thereof
The invention discloses an inclined hanging steel structure and a mounting method thereof. The inclined hanging steel structure comprises a top hanging stress steel beam and a lower hanging stress steel beam which are arranged between a core tube and an outer frame inclined column in the horizontal direction, and the lower hanging stress steel beam is located under the top hanging stress steel beam; a hanging column is arranged on the lower end face of the top hanging stress steel beam, the relative lower end of the hanging column in the height direction gradually inclines towards the core tube, the two ends of the hanging column in the height direction are detachably connected with a first chain block and a second chain block correspondingly, and the first chain block is used for being detachably hung on a tower crane hook; a lifting hook of the second chain block is detachably connected to the opposite upper end face of the lower hanging stress steel beam in the height direction. A plurality of first steel beams parallel to the horizontal direction are arranged between the hanging column and the core tube in the height direction at intervals. The installation sequence is optimized, the construction safety and the installation precision are ensured, meanwhile, supporting measures are saved, the construction period is shortened, and the installation cost is reduced.
本发明公开了一种倾斜吊挂钢结构及其安装方法，其中倾斜吊挂钢结构包括沿水平方向布置在核心筒和外框斜柱之间的顶部吊挂受力钢梁和下部吊挂受力钢梁，下部吊挂受力钢梁位于顶部吊挂受力钢梁的正下方；顶部吊挂受力钢梁的下端面设有吊挂柱，吊挂柱沿高度方向的相对下端朝向核心筒逐渐倾斜，吊挂柱沿高度方向的两端分别可拆卸连接有第一倒链和第二倒链，第一倒链用于可拆卸悬挂在塔吊挂钩上；第二倒链的吊钩可拆卸连接在下部吊挂受力钢梁沿高度方向的相对上端面；吊挂柱和核心筒之间沿高度方向间隔设有多个平行于水平方向的第一钢梁。本发明优化安装顺序，在确保施工安全和安装精度的同时，节省了支撑措施，缩短了施工周期，降低了安装成本。
Inclined hanging steel structure and mounting method thereof
一种倾斜吊挂钢结构及其安装方法
08.08.2023
Patent
Elektronische Ressource
Chinesisch
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